US4199366A - Fiber-reinforced cement-like material - Google Patents

Fiber-reinforced cement-like material Download PDF

Info

Publication number
US4199366A
US4199366A US05/962,734 US96273478A US4199366A US 4199366 A US4199366 A US 4199366A US 96273478 A US96273478 A US 96273478A US 4199366 A US4199366 A US 4199366A
Authority
US
United States
Prior art keywords
fibers
cement
asbestos
volume
dtex
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
US05/962,734
Inventor
Peter Schaefer
Marcel Capaul
Wolfgang Griehl
Peter Meier
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Inventa AG fuer Forschung und Patentverwertung
Original Assignee
Inventa AG fuer Forschung und Patentverwertung
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Inventa AG fuer Forschung und Patentverwertung filed Critical Inventa AG fuer Forschung und Patentverwertung
Application granted granted Critical
Publication of US4199366A publication Critical patent/US4199366A/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B28/00Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
    • C04B28/02Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing hydraulic cements other than calcium sulfates
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B16/00Use of organic materials as fillers, e.g. pigments, for mortars, concrete or artificial stone; Treatment of organic materials specially adapted to enhance their filling properties in mortars, concrete or artificial stone
    • C04B16/04Macromolecular compounds
    • C04B16/06Macromolecular compounds fibrous
    • C04B16/0616Macromolecular compounds fibrous from polymers obtained by reactions only involving carbon-to-carbon unsaturated bonds
    • C04B16/0641Polyvinylalcohols; Polyvinylacetates
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W30/00Technologies for solid waste management
    • Y02W30/50Reuse, recycling or recovery technologies
    • Y02W30/91Use of waste materials as fillers for mortars or concrete

Definitions

  • cement-like material is one which is reinforced with asbestos. This material is used in the preparation of, for example, pipes, tiles, wall coverings, vases, house, roof and chimney coverings, etc.
  • Asbestos-containing cement-like materials are relatively strong even at reduced thickness.
  • the conventional asbestos containing cement-like substrates however, have a relatively low shock resistance and are likely to break easily on impact with stone. This characteristic is particularly important when the asbestos-containing cement-like substrate is used for the preparation of pipes, tiles, wall coverings, etc.
  • Inorganic and organic fibers have also been used to reinforce cement-like materials.
  • Japanese Laid-Open specification 104,917/1974 teaches that reinforced cement products can be prepared using mixtures of glass fiber and polyvinyl alcohol fibers. However, these products are not ideal, particularly because of their inferior bending strength.
  • cement-like substrates having superior bending and impact strength, and which do not possess the above-mentioned disadvantages, can be made buy adding at least 2% by volume of particular short polyvinyl alcohol fibers to the cement-containing material.
  • These fibers must exhibit a 4 to 8% elongation at break and a modulus of more than 130 g/dtex.
  • These polyvinyl alcohol-fibers represent the so called second generation PVA fibers. They are prepared with the addition of, for example, boric acid to the spinning solution and are subjected to a thermal post-treatment.
  • the thus-obtained fibers are differentiated from first generation PVA fibers by their greater strength, water-insolubility, lower elasticity and high initial modulus.
  • the cement-like materials useful in the present invention include materials containing an inorganic cement and/or inorganic binding or adhesive material which is hardened by hydration.
  • Particularly suitable binding agents which are hardened by hydration include, for example, Portland cement, alumina cement, iron Portland cement, trass cement, blast furnace cement and gypsum.
  • PVA fibers of the first generation are polymers of the general formula (--CH 2 --CH(OH)--) n with molecular weights of, for example, 13,000 to 100,000 and a density of, for example, 1.23 to 1.30 and are generally prepared by the saponification of polyvinyl acetate (for example, see Rompps Chemie Lexikon, Vol. 7, p. 2776).
  • the second generation PVA fibers are also known in the art and can, for example, be prepared according to U.S. Pat. No. 3,987,140.
  • the PVA fibers according to the present invention are added to the cement-like substrate in an amount which provides at least 2% by volume, preferably 2 to 20%, by volume of these fibers in the resultant product. Fiber mixtures below 2% do not provide a cement-like material with the desired characteristics. Fiber mixtures above 20% by volume make the preparation of the desired products very expensive without any noteworthy improvement in the binding or impact strength.
  • the present fibers preferably have a length of between about 3 and 12 mm.
  • the length of the individual fibers may be uniform or may vary. Ground fibers may also be used.
  • the denier of the individual fibers may vary within a wide range, but, are preferably deniers of between about 1 and 5 dtex.
  • the present fibers may be uniformly distributed in the cement material. On the other hand, they may be placed in high concentration in shaped pieces in places which are particularly exposed to the action of mechanical forces.
  • the fibers may also be added in the form of fiber fleeces, yarns, cords, gauzes, woven materials, etc.
  • the cross-section of the fibers can take a variety of forms, especially resulting from physical and chemical variations in preparation processes. For example, the spinning solution material, the precipitation bath and the spinneret nozzles may be varied. In this manner, the preparation of round fibers, multilobal fibers, hollow fibers, porous fibers, etc. is facilitated.
  • the outer fiber surface may be roughened, split or felted by physical post-treatment processes.
  • PVA fibers can easily be chemically modified because of their high chemical reactivity.
  • Various functional groups such as carboxyl groups, amide groups, nitrile groups, phosphate groups, sulfate groups, etc. can be introduced by addition reactions or radical reactions.
  • Brighteners or adhesive agents can be introduced onto or into the fibers by purely physical means and can provide aid in the anchoring of the PVA fibers in the cement-like material.
  • PVA fibers may be made inflammable, hydrophobic, or cross-linked. All PVA fibers modified in this way are suitable as fillers in the present invention.
  • polyvinyl alcohol fibers may be added alone to the cement-like material. However, it is preferable to add asbestos, glass or other synthetic or natural fibers alone or in combination.
  • adjuvants such as cellulose waste, wood chips, "fibrids” (e.g. fibrids of polypropylene) and other fillers are frequently added to the reinforced material.
  • Samples 1 and 2 provided for the replacement of 50 volume % of this asbestos with 50 and 10 volume %, respectively of PVA fibers according to the present invention.
  • Sample 4 provided for the replacement of 50 volume % of asbestos with 50 volume % of conventional PVA fibers. Both types of PVA fibers had a density of 1.3.
  • Example 4 is a comparative example and shows the strength achieved when 50% of the asbestos is replaced by conventional PVA fibers.
  • Examples 2 and 3 show the results achieved with the PVA fibers according to the present invention.
  • a 50% replacement of asbestos by PVA fibers according to the present invention provides for a considerably higher impact strength than that achieved when asbestos is used alone as an additive. The impact strength then remains virtually unaltered. In contrast, comparative example 4 shows considerably lower values, particularly in bending tensile strength. Also, the impact strength achieved is lower than that achieved with the use of the fibers of the present invention. Similar results are obtained using fibers having a length of 3 mm. and 12 mm.

Abstract

The present invention provides for a novel fiber-reinforced cement-like material which is characterized by having short polyvinyl alcohol fibers in an amount of at least 2 volume % based on the total volume of said material. These fibers have an elongation at break of between about 4 and 8% and a modulus of more than 130 g/dtex. A process for the preparation of said material is also disclosed.

Description

BACKGROUND OF THE INVENTION
The most common type of cement-like material is one which is reinforced with asbestos. This material is used in the preparation of, for example, pipes, tiles, wall coverings, vases, house, roof and chimney coverings, etc.
Asbestos-containing cement-like materials are relatively strong even at reduced thickness. The conventional asbestos containing cement-like substrates, however, have a relatively low shock resistance and are likely to break easily on impact with stone. This characteristic is particularly important when the asbestos-containing cement-like substrate is used for the preparation of pipes, tiles, wall coverings, etc.
It has already been suggested to increase the strength of the cement-like material by increasing the asbestos content. However, this method produces only a small increase in strength and is not recommended because of the expense and waste of material resulting from the increased amount of asbestos.
It has also been proposed to use natural or synthetic fibers to reinforce the cement matrix. If natural fibers such as cellulose, cotton and silk as well as man-made fibers such as polyamide, polyester and polypropylene fibers are added, some additional strength is achieved. However, not enough additional strength is achieved to consider this method a success.
Relatively good results are obtained by the addition of glass fibers to the cement-like substrate. In particular, an alkali-resistant glass fiber (for example, see Japanese Laid-Open Specification 104, 918/1974) produces the best results but is disadvantageous because of the high cost involved. Additionally, extensive research has proven that the use of glass fibers results in reduced strength of the product after a relatively short time.
Inorganic and organic fibers have also been used to reinforce cement-like materials. Japanese Laid-Open specification 104,917/1974 teaches that reinforced cement products can be prepared using mixtures of glass fiber and polyvinyl alcohol fibers. However, these products are not ideal, particularly because of their inferior bending strength.
SUMMARY OF THE INVENTION
The present inventors have found that cement-like substrates, having superior bending and impact strength, and which do not possess the above-mentioned disadvantages, can be made buy adding at least 2% by volume of particular short polyvinyl alcohol fibers to the cement-containing material. These fibers must exhibit a 4 to 8% elongation at break and a modulus of more than 130 g/dtex. These polyvinyl alcohol-fibers (PVA fibers) represent the so called second generation PVA fibers. They are prepared with the addition of, for example, boric acid to the spinning solution and are subjected to a thermal post-treatment. The thus-obtained fibers are differentiated from first generation PVA fibers by their greater strength, water-insolubility, lower elasticity and high initial modulus.
The cement-like materials useful in the present invention include materials containing an inorganic cement and/or inorganic binding or adhesive material which is hardened by hydration. Particularly suitable binding agents which are hardened by hydration include, for example, Portland cement, alumina cement, iron Portland cement, trass cement, blast furnace cement and gypsum.
PVA fibers of the first generation are polymers of the general formula (--CH2 --CH(OH)--)n with molecular weights of, for example, 13,000 to 100,000 and a density of, for example, 1.23 to 1.30 and are generally prepared by the saponification of polyvinyl acetate (for example, see Rompps Chemie Lexikon, Vol. 7, p. 2776).
The second generation PVA fibers are also known in the art and can, for example, be prepared according to U.S. Pat. No. 3,987,140.
The PVA fibers according to the present invention are added to the cement-like substrate in an amount which provides at least 2% by volume, preferably 2 to 20%, by volume of these fibers in the resultant product. Fiber mixtures below 2% do not provide a cement-like material with the desired characteristics. Fiber mixtures above 20% by volume make the preparation of the desired products very expensive without any noteworthy improvement in the binding or impact strength.
The present fibers preferably have a length of between about 3 and 12 mm. The length of the individual fibers may be uniform or may vary. Ground fibers may also be used. The denier of the individual fibers may vary within a wide range, but, are preferably deniers of between about 1 and 5 dtex.
The present fibers may be uniformly distributed in the cement material. On the other hand, they may be placed in high concentration in shaped pieces in places which are particularly exposed to the action of mechanical forces. The fibers may also be added in the form of fiber fleeces, yarns, cords, gauzes, woven materials, etc. The cross-section of the fibers can take a variety of forms, especially resulting from physical and chemical variations in preparation processes. For example, the spinning solution material, the precipitation bath and the spinneret nozzles may be varied. In this manner, the preparation of round fibers, multilobal fibers, hollow fibers, porous fibers, etc. is facilitated. The outer fiber surface may be roughened, split or felted by physical post-treatment processes.
PVA fibers can easily be chemically modified because of their high chemical reactivity. Various functional groups such as carboxyl groups, amide groups, nitrile groups, phosphate groups, sulfate groups, etc. can be introduced by addition reactions or radical reactions. Brighteners or adhesive agents can be introduced onto or into the fibers by purely physical means and can provide aid in the anchoring of the PVA fibers in the cement-like material. By the methods described above, PVA fibers may be made inflammable, hydrophobic, or cross-linked. All PVA fibers modified in this way are suitable as fillers in the present invention.
According to the process of the present invention, polyvinyl alcohol fibers may be added alone to the cement-like material. However, it is preferable to add asbestos, glass or other synthetic or natural fibers alone or in combination. In addition to the reinforcing fibers, adjuvants such as cellulose waste, wood chips, "fibrids" (e.g. fibrids of polypropylene) and other fillers are frequently added to the reinforced material.
The nature of the present invention is more clearly described by the following examples which are submitted for illustrative purposes only and should not be read to limit or in any way redefine the invention described in Applicants' broadest claim.
BRIEF DESCRIPTION OF THE PREFERRED EMBODIMENTS EXAMPLES
Four aqueous Portland cement suspensions were prepared and identified as samples 1-4, respectively. 12 weight % of chrysotile-asbestos (density 2.7) was added to sample 1. Samples 2 and 3 provided for the replacement of 50 volume % of this asbestos with 50 and 10 volume %, respectively of PVA fibers according to the present invention. Example 4 provided for the replacement of 50 volume % of asbestos with 50 volume % of conventional PVA fibers. Both types of PVA fibers had a density of 1.3.
Additional characteristics of both types of PVA fibers are shown in Table I. Fleeces of the fibers were prepared and hydrated under 100% relative humidity at 21° C. After 28 days, bending tensile strength and impact strength were measured in the hydrated state. The fleeces were prepared by a winding process wherein the cement suspensions were laid in the form of a coat on a wire grating of a layer machine so that the water ran off. The solids were then drawn over the wire grating on a continuous felt band in the form of a wet sheet and the latter was wound onto a drum. The results are summarized in Table II.
              Table I                                                     
______________________________________                                    
           Conventional Fibers                                            
                        Present Fibers                                    
______________________________________                                    
Length       6 mm           6 mm                                          
Elongation at break                                                       
             22%            6.5%                                          
A-Modulus    65 p/dtex      200 p/dtex                                    
Tensile Strength                                                          
             4.5 p/dtex     8.5 p/dtex                                    
______________________________________                                    
              Table II                                                    
______________________________________                                    
                                Impact                                    
Sam- Asbestos PVA     Bending Tensile                                     
                                Strength                                  
                                        Density                           
ple  Vol. %   Vol. %  strength kp/cm.sup.2                                
                                cm.kp/cm.sup.2                            
                                        g/cm.sup.3                        
______________________________________                                    
1    100      --      320 ± 30                                         
                                1.3     1.8                               
2    50       50      340 ± 30                                         
                                2.3     1.8                               
3    90       10      362       2.0     1.8                               
4    50       *50     205 ± 40                                         
                                2.0     1.8                               
______________________________________                                    
 *Conventional PVA                                                        
Example 4 is a comparative example and shows the strength achieved when 50% of the asbestos is replaced by conventional PVA fibers. Examples 2 and 3 show the results achieved with the PVA fibers according to the present invention.
A 50% replacement of asbestos by PVA fibers according to the present invention provides for a considerably higher impact strength than that achieved when asbestos is used alone as an additive. The impact strength then remains virtually unaltered. In contrast, comparative example 4 shows considerably lower values, particularly in bending tensile strength. Also, the impact strength achieved is lower than that achieved with the use of the fibers of the present invention. Similar results are obtained using fibers having a length of 3 mm. and 12 mm.

Claims (7)

What we claim is:
1. A fiber-reinforced cement-like material comprising at least 2 volume % of fibers of polyvinyl alchol having an elongation at break of between about 4 and 8%, a modulus of more than 130 g/dtex, and a length of between about 3 mm and 12 mm.
2. The material of claim 1 wherein said fibers have a denier of between about 1 and 5 dtex.
3. The material of claim 1 wherein said fibers are present in said material in amount of between about 2 and 20 volume %.
4. The material of claim 1 further comprising at least one cement-like material selected from the group consisting of Portland cement, alumina cement, iron Portland cement, trass cement, blast furnace cement, and gypsum.
5. The material of claim 1 wherein said fibers contain at least one number selected from brighteners and adhesive agents.
6. The material of claim 1 further comprising at least one member selected from the group consisting of asbestos, glass, synthetic fibers, natural fibers, and adjuvants.
7. The material of claim 6 wherein said adjuvants are selected from cellulose waste, wood chips, and fibrids.
US05/962,734 1977-11-21 1978-11-20 Fiber-reinforced cement-like material Expired - Lifetime US4199366A (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CH014172/77 1977-11-21
CH1417277A CH633503A5 (en) 1977-11-21 1977-11-21 FIBER REINFORCED CEMENT-LIKE MATERIAL.

Publications (1)

Publication Number Publication Date
US4199366A true US4199366A (en) 1980-04-22

Family

ID=4398589

Family Applications (1)

Application Number Title Priority Date Filing Date
US05/962,734 Expired - Lifetime US4199366A (en) 1977-11-21 1978-11-20 Fiber-reinforced cement-like material

Country Status (18)

Country Link
US (1) US4199366A (en)
JP (1) JPS6028775B2 (en)
AR (1) AR220543A1 (en)
AT (1) AT371094B (en)
BE (1) BE872127A (en)
BR (1) BR7807582A (en)
CA (1) CA1131264A (en)
CH (1) CH633503A5 (en)
DE (1) DE2850337C3 (en)
DK (1) DK515678A (en)
FR (1) FR2409244A1 (en)
GB (1) GB2009276B (en)
IE (1) IE47670B1 (en)
IN (1) IN151022B (en)
IT (1) IT1157713B (en)
NL (1) NL7811430A (en)
SE (1) SE430600B (en)
ZA (1) ZA786505B (en)

Cited By (22)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1981003041A1 (en) * 1980-04-23 1981-10-29 Gen Electric Cement reinforced gypsum foam with mineral wool
DE3112238A1 (en) * 1980-03-28 1982-04-15 Kuraray Co., Ltd., Kurashiki, Okayama Polyvinyl alcohol fibres of high adhesion to cement and production thereof
US4363666A (en) * 1981-02-11 1982-12-14 National Gypsum Company Reinforced cement sheet product containing fibers other than asbestos, clay and thickener
US4377415A (en) * 1981-02-11 1983-03-22 National Gypsum Company Reinforced cement sheet product containing wollastonite for reduced shrinkage
US4428775A (en) 1981-02-11 1984-01-31 National Gypsum Company Reinforced cement sheet product containing no asbestos for fabricating on hatschek machine
US4524042A (en) * 1982-08-09 1985-06-18 Kuraray Co., Ltd. Process for producing hydraulically setting extruding materials
GB2182324A (en) * 1985-09-27 1987-05-13 Porr Allg Bauges Solid composition for airplaced concrete
WO1988002419A1 (en) * 1986-10-03 1988-04-07 Freed W Wayne Reinforced soil and method
US4777125A (en) * 1986-05-08 1988-10-11 Minnesota Mining And Manufacturing Company Light-sensitive silver halide emulsion and radiographic elements with an improved image quality and reduced residual stain
US4867614A (en) * 1986-10-03 1989-09-19 Freed W Wayne Reinforced soil and method
US4994216A (en) * 1987-10-29 1991-02-19 Didier-Werke Ag Process of making carbon-bonded refractory shaped articles
US5298071A (en) * 1990-03-23 1994-03-29 Vontech International Corporation Interground fiber cement
US5326192A (en) * 1992-10-20 1994-07-05 Synthetic Industries, Inc. Methods for improving appearance and performance characteristics of turf surfaces
US5454867A (en) * 1992-09-10 1995-10-03 Halliburton Company Cement agglomeration
US5807458A (en) * 1993-05-03 1998-09-15 Minnesota Mining & Manufacturing Company Reinforcing elements for castable compositions
US6042305A (en) * 1997-08-15 2000-03-28 Ppg Industries Ohio, Inc. Fiber-reinforced soil mixtures
US20030082376A1 (en) * 2001-04-25 2003-05-01 W.R. Grace & Co.-Conn. Process for making highly dispersible polymeric reinforcing fibers
US20030157320A1 (en) * 2001-04-25 2003-08-21 W.R. Grace & Co.-Conn. Fiber-reinforced matrix compositions
US20030170439A1 (en) * 1999-12-08 2003-09-11 Pyzik Aleksander J. Architectural concrete and process to make same
US20060147681A1 (en) * 2004-12-30 2006-07-06 United States Gypsum Company Lightweight, fiber-reinforced cementitious panels
US20090159173A1 (en) * 2007-12-20 2009-06-25 United States Gypsum Company Low fiber calcination process for making gypsum fiberboard
EP2679561A2 (en) 2012-06-25 2014-01-01 Secil S.A. - Companhia Geral De Cal e Cimento, S.A. Portland cement, wood particles and light weight aggregates-based composite panel, reinforced with polyvinyl alcohol fibers

Families Citing this family (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2933689A1 (en) * 1979-08-20 1981-04-09 Lentia GmbH Chem. u. pharm. Erzeugnisse - Industriebedarf, 8000 München POLYOLEFINE FIBERS OR FEDERS, A METHOD FOR THE PRODUCTION THEREOF AND COMPONENTS
DE3007012A1 (en) * 1980-02-25 1981-09-03 Fulguritwerke Seelze und Eichriede in Luthe bei Hannover Adolf Oesterheld GmbH & Co KG, 3050 Wunstorf BUILDING PLATE
AT370064B (en) * 1980-04-21 1983-02-25 Eternit Werke Hatschek L BUILDING MATERIAL MIXING OF FIBER REINFORCED, PARTICULARLY CEMENTED PRODUCTS
IT1157302B (en) * 1982-02-15 1987-02-11 Montedison Spa PROCEDURE FOR PREPARING CONCRETE-ASBESTOS MANUFACTURES, WITH THE USE OF SYNTHETIC POLYMER FIBERS EQUIPPED WITH A HIGH SURFACE AREA, AND RELATED PRODUCTS
FR2535710B1 (en) * 1982-11-10 1986-05-02 Everitube FIBER REINFORCED HYDRAULIC BINDER CONSTRUCTION MATERIAL AND METHOD FOR MANUFACTURING THE SAME
GB8305045D0 (en) * 1983-02-23 1983-03-30 Courtaulds Plc Stabilising fibres/particles of organic polymers
CH660357A5 (en) * 1984-03-01 1987-04-15 Ametex Ag MIXING CONTAINING FIBER FIBERS FOR THE REINFORCEMENT OF MATERIALS.
JPS62193282U (en) * 1986-05-28 1987-12-08
JPS6410773U (en) * 1987-07-08 1989-01-20
JPH0538375Y2 (en) * 1987-11-26 1993-09-28
ES2034551T3 (en) * 1988-10-13 1993-04-01 Polyfibre Sa HYDRAULICALLY LINKED CONSTRUCTION MATERIAL, REINFORCED WITH FIBER.
WO1992019853A1 (en) * 1991-05-08 1992-11-12 Nippondenso Co., Ltd. Suction control device for internal combustion engine
AU2001273297A1 (en) * 2000-07-10 2002-01-21 The Regents Of The University Of Michigan Self-compacting engineered cementitious composite
CN112521082A (en) * 2019-09-19 2021-03-19 苏州科技大学 Method for preparing ECC (error correction code) by adopting recycled glass as auxiliary cementing material

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3645961A (en) * 1967-12-05 1972-02-29 Solomon Goldfein Impact resistant concrete admixture
US3751547A (en) * 1970-06-27 1973-08-07 Unitika Ltd Process for producing high modulus polyvinyl alcohol synthetic fibers
JPS4937407A (en) * 1972-08-10 1974-04-08
JPS49104917A (en) * 1973-02-03 1974-10-04
US3852402A (en) * 1969-11-25 1974-12-03 S Tanaka Process for the preparation of polyvinyl alcohol fibers
CA998070A (en) * 1975-06-09 1976-10-05 Victor Riley Fibre reinforcing composites
US4132556A (en) * 1976-04-28 1979-01-02 Montefibre S.P.A. Reinforced conglomerates for the construction or building industry and process for preparing the same

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3645961A (en) * 1967-12-05 1972-02-29 Solomon Goldfein Impact resistant concrete admixture
US3852402A (en) * 1969-11-25 1974-12-03 S Tanaka Process for the preparation of polyvinyl alcohol fibers
US3751547A (en) * 1970-06-27 1973-08-07 Unitika Ltd Process for producing high modulus polyvinyl alcohol synthetic fibers
JPS4937407A (en) * 1972-08-10 1974-04-08
JPS49104917A (en) * 1973-02-03 1974-10-04
CA998070A (en) * 1975-06-09 1976-10-05 Victor Riley Fibre reinforcing composites
US4132556A (en) * 1976-04-28 1979-01-02 Montefibre S.P.A. Reinforced conglomerates for the construction or building industry and process for preparing the same

Cited By (36)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3112238A1 (en) * 1980-03-28 1982-04-15 Kuraray Co., Ltd., Kurashiki, Okayama Polyvinyl alcohol fibres of high adhesion to cement and production thereof
US4310996A (en) * 1980-04-23 1982-01-19 General Electric Co. Cement reinforced gypsum foam with mineral wool
WO1981003041A1 (en) * 1980-04-23 1981-10-29 Gen Electric Cement reinforced gypsum foam with mineral wool
US4363666A (en) * 1981-02-11 1982-12-14 National Gypsum Company Reinforced cement sheet product containing fibers other than asbestos, clay and thickener
US4377415A (en) * 1981-02-11 1983-03-22 National Gypsum Company Reinforced cement sheet product containing wollastonite for reduced shrinkage
US4428775A (en) 1981-02-11 1984-01-31 National Gypsum Company Reinforced cement sheet product containing no asbestos for fabricating on hatschek machine
US4524042A (en) * 1982-08-09 1985-06-18 Kuraray Co., Ltd. Process for producing hydraulically setting extruding materials
GB2182324B (en) * 1985-09-27 1989-09-20 Porr Allg Bauges Solid composition for airplaced concrete
GB2182324A (en) * 1985-09-27 1987-05-13 Porr Allg Bauges Solid composition for airplaced concrete
US4777125A (en) * 1986-05-08 1988-10-11 Minnesota Mining And Manufacturing Company Light-sensitive silver halide emulsion and radiographic elements with an improved image quality and reduced residual stain
WO1988002419A1 (en) * 1986-10-03 1988-04-07 Freed W Wayne Reinforced soil and method
AU586766B2 (en) * 1986-10-03 1989-07-20 Stabilizer Solutions Pty. Ltd. Reinforced soil and method
US4867614A (en) * 1986-10-03 1989-09-19 Freed W Wayne Reinforced soil and method
US4790691A (en) * 1986-10-03 1988-12-13 Freed W Wayne Fiber reinforced soil and method
US4994216A (en) * 1987-10-29 1991-02-19 Didier-Werke Ag Process of making carbon-bonded refractory shaped articles
US5298071A (en) * 1990-03-23 1994-03-29 Vontech International Corporation Interground fiber cement
US5454867A (en) * 1992-09-10 1995-10-03 Halliburton Company Cement agglomeration
US5326192A (en) * 1992-10-20 1994-07-05 Synthetic Industries, Inc. Methods for improving appearance and performance characteristics of turf surfaces
US5807458A (en) * 1993-05-03 1998-09-15 Minnesota Mining & Manufacturing Company Reinforcing elements for castable compositions
US5897928A (en) * 1993-05-03 1999-04-27 Minnesota Mining And Manufacturing Company Reinforcing elements for castable composition
US6042305A (en) * 1997-08-15 2000-03-28 Ppg Industries Ohio, Inc. Fiber-reinforced soil mixtures
US20030170439A1 (en) * 1999-12-08 2003-09-11 Pyzik Aleksander J. Architectural concrete and process to make same
US6951686B2 (en) * 1999-12-08 2005-10-04 Dow Global Technologies Inc. Architectural concrete and process to make same
US6863969B2 (en) 2001-04-25 2005-03-08 W. R. Grace & Co.-Conn. Fiber-reinforced matrix compositions
US20030157320A1 (en) * 2001-04-25 2003-08-21 W.R. Grace & Co.-Conn. Fiber-reinforced matrix compositions
US6569526B2 (en) 2001-04-25 2003-05-27 W. R. Grace & Co.-Conn. Highly dispersible reinforcing polymeric fibers
US6758897B2 (en) * 2001-04-25 2004-07-06 W. R. Grace & Co.-Conn. Cementitious compositions having highly dispersible polymeric reinforcing fibers
US6569525B2 (en) 2001-04-25 2003-05-27 W. R. Grace & Co.-Conn. Highly dispersible reinforcing polymeric fibers
US20030082376A1 (en) * 2001-04-25 2003-05-01 W.R. Grace & Co.-Conn. Process for making highly dispersible polymeric reinforcing fibers
US20060147681A1 (en) * 2004-12-30 2006-07-06 United States Gypsum Company Lightweight, fiber-reinforced cementitious panels
WO2006073540A2 (en) 2004-12-30 2006-07-13 United States Gypsum Company Lightweight, fiber-reinforced cementitious panels
US7732032B2 (en) 2004-12-30 2010-06-08 United States Gypsum Company Lightweight, fiber-reinforced cementitious panels
US20090159173A1 (en) * 2007-12-20 2009-06-25 United States Gypsum Company Low fiber calcination process for making gypsum fiberboard
WO2010039160A2 (en) 2007-12-20 2010-04-08 United States Gypsum Company Low fiber calcination process for making gypsum fiberboard
US7918950B2 (en) 2007-12-20 2011-04-05 United States Gypsum Company Low fiber calcination process for making gypsum fiberboard
EP2679561A2 (en) 2012-06-25 2014-01-01 Secil S.A. - Companhia Geral De Cal e Cimento, S.A. Portland cement, wood particles and light weight aggregates-based composite panel, reinforced with polyvinyl alcohol fibers

Also Published As

Publication number Publication date
DE2850337B2 (en) 1980-03-13
JPS6028775B2 (en) 1985-07-06
DE2850337A1 (en) 1979-05-23
IE782276L (en) 1979-05-21
FR2409244A1 (en) 1979-06-15
ATA825178A (en) 1982-10-15
CH633503A5 (en) 1982-12-15
IT1157713B (en) 1987-02-18
ZA786505B (en) 1979-10-31
GB2009276A (en) 1979-06-13
AT371094B (en) 1983-05-25
IE47670B1 (en) 1984-05-16
BR7807582A (en) 1979-07-24
CA1131264A (en) 1982-09-07
BE872127A (en) 1979-03-16
SE430600B (en) 1983-11-28
SE7811936L (en) 1979-05-22
IT7851967A0 (en) 1978-11-20
AR220543A1 (en) 1980-11-14
DK515678A (en) 1979-05-22
IN151022B (en) 1983-02-12
NL7811430A (en) 1979-05-23
FR2409244B1 (en) 1983-09-09
GB2009276B (en) 1982-05-26
DE2850337C3 (en) 1980-11-06
JPS5488929A (en) 1979-07-14

Similar Documents

Publication Publication Date Title
US4199366A (en) Fiber-reinforced cement-like material
JP2633772B2 (en) Fiber-reinforced moldings
US4306911A (en) Method for the production of a fiber-reinforced hydraulically setting material
JP5770091B2 (en) Fiber-cement product compositions and shaped products obtained therefrom
JP4454847B2 (en) Shaped fibers-cement products and reinforcing fibers for such products
US4515636A (en) Reinforced cement
MXPA00003492A (en) Shaped fibrous cement products and reinforcement fibers for such products and method for treating such fibers.
DK169430B1 (en) Fiber reinforced, hydraulically bonded building material and process for its manufacture
EP0264107B1 (en) Non-woven mat of continuous acrylic filaments showing a high modulus and manufactured articles reinforced by this mat
WO2007128679A1 (en) Fibre-cement product compositions and shaped products obtained therefrom
US20060234048A1 (en) Polyolefin reinforcing fibre, use thereof and products comprising same
JP3166180B2 (en) Fiber-reinforced hydraulic molded article and method for producing the same
ES8504648A3 (en) Method for manufacturing a material similar to fibre- reinforced cement
JPS62108755A (en) Fiber material for cement reinforcement
JPS616167A (en) Hydraulic inorganic papered product and manufacture
MXPA00003257A (en) Shaped fibre cement products and reinforcing fibres for same
JPS59128261A (en) Fiber material for cement reinforcement
JPS6012990B2 (en) Calcium silicate material and its manufacturing method
IE48772B1 (en) Reinforcing fibers and method of producing same
JPS6020337B2 (en) Manufacturing method of inorganic board